欢迎来到麦多课文档分享! | 帮助中心 海量文档,免费浏览,给你所需,享你所想!
麦多课文档分享
全部分类
  • 标准规范>
  • 教学课件>
  • 考试资料>
  • 办公文档>
  • 学术论文>
  • 行业资料>
  • 易语言源码>
  • ImageVerifierCode 换一换
    首页 麦多课文档分享 > 资源分类 > PDF文档下载
    分享到微信 分享到微博 分享到QQ空间

    ASTM C480-1999(2005) Standard Test Method for Flexure Creep of Sandwich Constructions《夹层结构挠曲蠕变的标准试验方法》.pdf

    • 资源ID:466727       资源大小:57.81KB        全文页数:2页
    • 资源格式: PDF        下载积分:10000积分
    快捷下载 游客一键下载
    账号登录下载
    微信登录下载
    二维码
    微信扫一扫登录
    下载资源需要10000积分(如需开发票,请勿充值!)
    邮箱/手机:
    温馨提示:
    如需开发票,请勿充值!快捷下载时,用户名和密码都是您填写的邮箱或者手机号,方便查询和重复下载(系统自动生成)。
    如需开发票,请勿充值!如填写123,账号就是123,密码也是123。
    支付方式: 支付宝扫码支付    微信扫码支付   
    验证码:   换一换

    加入VIP,交流精品资源
     
    账号:
    密码:
    验证码:   换一换
      忘记密码?
        
    友情提示
    2、PDF文件下载后,可能会被浏览器默认打开,此种情况可以点击浏览器菜单,保存网页到桌面,就可以正常下载了。
    3、本站不支持迅雷下载,请使用电脑自带的IE浏览器,或者360浏览器、谷歌浏览器下载即可。
    4、本站资源下载后的文档和图纸-无水印,预览文档经过压缩,下载后原文更清晰。
    5、试题试卷类文档,如果标题没有明确说明有答案则都视为没有答案,请知晓。

    ASTM C480-1999(2005) Standard Test Method for Flexure Creep of Sandwich Constructions《夹层结构挠曲蠕变的标准试验方法》.pdf

    1、Designation: C 480 99 (Reapproved 2005)Standard Test Method forFlexure Creep of Sandwich Constructions1This standard is issued under the fixed designation C 480; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revi

    2、sion. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This test method covers the determination of the creepcharacteristics and creep rate of sandwich constructions loadedin flexur

    3、e, at any desired temperature.1.2 The values stated in SI units are to be regarded as thestandard. The inch-pound units given may be approximate.1.3 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this stand

    4、ard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2C 393 Test Method for Flexural Properties of SandwichConstructions3. Significance and Use3.1 The determination of the creep rat

    5、e provides informa-tion on the behavior of sandwich constructions under constantload. Creep is defined as deflection under constant load over aperiod of time beyond the initial deformation as a result of theapplication of the load. Deflection data obtained from this testmethod can be plotted against

    6、 time, and a creep rate deter-mined. By using standard specimen constructions and constantloading, the test method may also be used to evaluate creepbehavior of sandwich panel core-to-facing adhesives.3.2 This test method provides a standard method of obtain-ing flexure creep of sandwich constructio

    7、ns for quality control,acceptance specification testing, and research and develop-ment.4. Apparatus4.1 The apparatus for loading the specimen shall conform toTest Method C 393 except that a constant load shall be appliedby means of weights and a lever system. Fig. 1 shows a leverand weight-loading a

    8、pparatus that has been found satisfactory.4.2 Micrometer, gage, or caliper, capable of measuringaccurately to 0.025 mm (0.001 in.).5. Test Specimens5.1 The test specimen shall be of sandwich construction ofa size and proportions conforming to the flexure test specimendescribed in Test Method C 393.5

    9、.2 The number of test specimens and the method of theirselection depend on the purpose of the particular test underconsideration, and no general rule can be given to cover allcases. However, when specimens are to be used for acceptancetests, at least three specimens shall be tested.6. Conditioning6.

    10、1 When the test is performed at room temperature and thephysical properties of the component materials are affected bymoisture, bring the test specimens to constant weight (61%)before testing, preferably in a conditioning room with tempera-ture and humidity control. The tests, preferably, should bem

    11、ade in a room under the same conditions.Atemperature of 236 3C (73 6 5F) and a relative humidity of 50 6 5 % arerecommended for standard control conditions.7. Procedure7.1 Measure the dimensions of the specimens in millimetres(inches) to a precision of 60.5 %.7.2 The load applied to the specimen by

    12、the lever systemshown in Fig. 1 may be calculated as follows:P 5WM1 wBA1 p (1)where:P = load applied to specimen, N (lb);W = weight (including tray mass), N (lb);M = distance between pivot point and weight point, mm(in.);w = mass of lever arm, N (lb);p = mass of loading plate and rod, N (lb);B = dis

    13、tance from pivot point to center of gravity of theloading arm, mm (in.); andA = distance between pivot point and load point, mm (in.).1This specification is under the jurisdiction of ASTM Committee D30 onComposite Materials and is the direct responsibility of Subcommittee D30.09 onSandwich Construct

    14、ion.Current edition approved Mar. 1, 2005. Published March 2005. Originallyapproved in 1961. Last previous edition approved in 1999 as C 480 99.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards v

    15、olume information, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.7.3 Attach the weight tray to the lever arm and support ittemporarily so that no load is applied to th

    16、e specimen. If thetest is to be conducted at an elevated temperature, place theapparatus and specimen in the oven and bring the oven up tothe desired test temperature. Allow sufficient time for the ovenand specimen to stabilize at the test temperature. Remove thetemporary support and apply the load

    17、slowly.7.4 Measure deflections to the nearest 0.025 mm (0.001 in.).Read the initial deflection and record it. Take deflectionreadings at sufficient time intervals (Note 1) to define com-pletely a creep curve with deflection plotted as the ordinate andtime as the abscissa.NOTE 1A recommended procedur

    18、e is to take readings at 10-minintervals for the first hour, then at hourly intervals up to 7 h. After this,readings may be taken at any desired interval, such as twice a day, until thetotal test time has been reached or failure has occurred.8. Calculations8.1 Calculate the creep deflection rate in

    19、millimetres(inches) per hour or millimetres (inches) per day for anyportion of the curve (beyond the initial deformation) byobtaining the difference of the two deflections and dividing bythe period of time.8.2 For comparison of materials, the creep deflection maybe expressed as a percentage of the i

    20、nitial deflection after aperiod of time as follows:Creep, % of original deflection 5D 2 dd3 100 (2)where:D = total deflection under constant load at time t, mm (in.)andd = initial static deflection under the same load and at thesame temperature, mm (in.).9. Report9.1 The report shall include the fol

    21、lowing:9.1.1 Description of the test specimens; facings, core, andcore-to-facing adhesive,9.1.2 Dimensions of the test specimens, core orientation,9.1.3 Test conditions including apparatus, test temperature,span, loads, and test time,9.1.4 Bending stress in the facings and shear stress in thecore ca

    22、lculated for the applied load in accordance with TestMethod C 393,9.1.5 Creep deflection curve, and9.1.6 Type and location of failure, if any, such as excessivecreep in the adhesive, core shear, and so forth.10. Precision and Bias10.1 Precision It is not possible to specify the precision ofthe proce

    23、dure in Test Method C 480 for measuring the sand-wich panel creep deflection because of the unavailability ofconsistent samples for testing.10.2 Since there is no accepted reference material suitablefor determining the bias for the procedure in this test method,bias has not been determined.11. Keywo

    24、rds11.1 creep; creep deflection; sandwich; sandwichconstructionASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such

    25、 patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited

    26、 either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a f

    27、air hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org).FIG. 1 Creep Test Apparatus and Loading SystemC 480 99 (2005)2


    注意事项

    本文(ASTM C480-1999(2005) Standard Test Method for Flexure Creep of Sandwich Constructions《夹层结构挠曲蠕变的标准试验方法》.pdf)为本站会员(bowdiet140)主动上传,麦多课文档分享仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文档分享(点击联系客服),我们立即给予删除!




    关于我们 - 网站声明 - 网站地图 - 资源地图 - 友情链接 - 网站客服 - 联系我们

    copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
    备案/许可证编号:苏ICP备17064731号-1 

    收起
    展开